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公开(公告)号：KR1020150136438A
公开(公告)日：2015-12-07
申请号：KR1020140064409
申请日：2014-05-28
IPC: E01D2/00
CPC classification number: E01D2/00 , E01D2101/285
Abstract: 본발명은긴장재가수직바하부를관통하며형성되어, 긴장재가수직바를통해항시수직력을콘크리트몸체에전달하고수직하중을상쇄하여처짐을최소화할수 있는에이피씨거더에관한것이다.
Abstract translation: 本发明涉及一种弓形预应力复合材料（APC）梁，其允许腱总是通过垂直杆将垂直力传递到混凝土体，并且通过形成腱穿透垂直杆的底部来减小垂直载荷， 从而最大限度地减少下垂。
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Patent Agency Ranking
公开(公告)号：KR1020140095389A
公开(公告)日：2014-08-01
申请号：KR1020130008309
申请日：2013-01-24
CPC classification number: Y02E10/74 , F03D3/0409 , F03D3/005 , F03D3/02 , F05B2240/211
Abstract: The present invention relates to a method for designing a windblade part among components of a wind power generator and, more specifically, to a method for designing the case of windblade part accommodating two to five vertical-axis windblade parts. The vertical-axis blades are installed on a tubular passage of wind (flow) in a case as much as required for use or generation capacity to have wind power use efficiency higher than that of one horizontal blade or a vertical-axis blade, wherein the horizontal blade or the vertical-axis blade is a blade part of the existing propeller-shaped horizontal-axis wind turbine (HAWT) or vertical-axis wind turbine (VAWT). Every rotating force generated in the arranged blades is transferred to one axis-gear of a wind turbine with asymmetry rotating force by coupling gears for connecting the rotating force and converting the direction of the rotating force. Also, Bernoulli′s principle is applied by making the size of an inlet area of the case of windblade parts larger than that of an outlet area.
Abstract translation: 本发明涉及一种用于设计风力发电机的部件中的风叶部分的方法，更具体地，涉及一种用于设计容纳两个至五个垂直轴刮刀部件的风刀部分的情况的方法。 垂直轴叶片安装在一个管状通风道（流动）的情况下，尽可能多地使用或发电能力使风力使用效率高于一个水平叶片或垂直轴叶片，其中 水平叶片或垂直轴叶片是现有螺旋桨水平轴风力涡轮机（HAWT）或垂直轴风力涡轮机（VAWT）的叶片部分。 在布置的叶片中产生的每个旋转力通过用于连接旋转力并转换旋转力的方向的联接齿轮传递到具有不对称旋转力的风力涡轮机的一个轴齿轮。 此外，通过使风刀部件的入口面积的尺寸大于出口区域的尺寸来应用伯努利的原理。
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公开(公告)号：KR1020120021992A
公开(公告)日：2012-03-09
申请号：KR1020100082195
申请日：2010-08-24
CPC classification number: Y02E10/74 , F03D3/0418 , F03D3/005 , F03D3/02 , F03D3/0427 , F03D3/062
Abstract: PURPOSE: A portable vertical-axis wind turbine using a multitude of straight-bladed vertical-axis blades is provided to enhance safety and durability by synthesizing and connecting the torque of all blades with only a saw-toothed wheel of a simple structure. CONSTITUTION: A portable vertical-axis wind turbine using a multitude of straight-bladed vertical-axis blades comprises two and three vertical-axis blades, a container, a wind turbine axis saw-toothed wheel, a saw-toothed wheel, and a hood. A plurality of saw-toothed wheels are installed in the container. The saw-toothed wheels connect the vertical-axis blades to driving units. A space separating plate is installed in the container and wind can be maintained without scattering. The container is formed in a module shape. The hood can manually control the amount of wind sent to a vertical-axis aerogenerator.
Abstract translation: 目的：提供使用多个直叶垂直轴叶片的便携式垂直轴风力涡轮机，以通过仅使用简单结构的锯齿轮合成和连接所有叶片的扭矩来增强安全性和耐久性。 构成：使用多个直叶垂直轴叶片的便携式垂直轴风力涡轮机包括两个和三个垂直轴叶片，容器，风力涡轮机轴线锯齿轮，锯齿轮和罩 。 多个锯齿轮安装在容器中。 锯齿轮将垂直轴刀片连接到驱动单元。 容器中安装有空间分隔板，可以保持风不散。 容器形成为模块形状。 机罩可以手动控制发送到垂直轴风力发电机的风量。
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公开(公告)号：KR1020110096397A
公开(公告)日：2011-08-30
申请号：KR1020100015820
申请日：2010-02-22
Applicant: 박재만
Inventor： 박재만
CPC classification number: A61C13/34 , A61C13/0001 , A61C13/01 , A61C13/1009
Abstract: 본 발명은 전치부와 후치부의 가철을 위해 형성하는 핀홀의 형성위치를 기준화하여 핀홀제작이 이루어지도록 함으로써, 보철물을 쉽게 제작할 수 있을 뿐만 아니라 합리적이고 체계적인 방법으로 제작이 가능한 의치용 모형 및 그 모형의 핀홀 형성방법을 제공하는데 그 목적이 있다.
이러한 목적을 달성하기 위한 본 발명에 따른 의치용 모형의 핀홀 형성방법은, 인상된 모형베이스를 6번치아의 경계선을 기준으로 트리밍하고, 양쪽의 제1소구치부(어금니)를 잇는 선까지 센터트리밍한 다음, 일정한 두께 및 폭을 갖도록 기준을 정하여 마무리 작업된 모형베이스를 이용하여 제작되는 의치용 모형의 핀홀 형성방법에 있어서, 구치부의 핀홀을 형성할 수 있도록 상기 모형베이스의 저면에 구치부의 폭을 반으로 구획하는 점과 핀홀을 형성하고자 하는 치열을 잇는 선상에 위치하도록 핀홀을 형성하는 제1단계; 및 모형베이스의 저면에 구치부의 폭을 반으로 구획하는 지점과, 절치유두 또는 양쪽 견치(송곳니)의 설측 마진 최단부로부터 일정거리 만큼 이격된 지점을 연결하는 선상에 전치부(앞니)의 핀홀을 형성하는 제2단계;를 포함하여 이루어진 것을 특징으로 한다.-
公开(公告)号：KR100977855B1
公开(公告)日：2010-08-25
申请号：KR1020090094518
申请日：2009-10-06
IPC: E01D2/00 , E01D2/02 , E01D22/00 , E04C3/10 , E01D101/32
CPC classification number: E01D2/00 , E01D2/02 , E01D22/00 , E01D2101/32 , E04C3/10
Abstract: PURPOSE: A prestressed steel girder is provided to remarkably increase a span and to easily perform a maintenance work by easily re-tensing a tendon. CONSTITUTION: A prestressed steel girder comprises a first section steel(200), a second section steel(300), a third section steel(400), a first saddle(510), a fourth saddle(540), a second saddle(520), a third saddle(530), first tendons(610a,610b), a second tendon(620), and third tendons(630a,630b). The second and third section steels are coupled to both ends of the bottom of the first section steel. The first and fourth saddles are installed in the second and third section steels. The second and third saddles are arranged between the second and third section steels. The first tendons connect the first and second saddles. The second tendon connects the second and third saddles. The third tendons connect the third and fourth saddles.
Abstract translation: 目的：提供预应力钢梁，以显着增加跨距，并通过轻松拉腱来轻松进行维护工作。 构成：预应力钢梁包括第一部分钢（200），第二部分钢（300），第三部分钢（400），第一鞍座（510），第四鞍座（540），第二鞍座（520） ），第三鞍座（530），第一腱（610a，610b），第二腱（620）和第三腱（630a，630b）。 第二和第三部分钢连接到第一部分钢的底部的两端。 第一和第四鞍座安装在第二和第三部分钢中。 第二和第三鞍座布置在第二和第三部分钢之间。 第一腱连接第一和第二鞍座。 第二根腱连接第二和第三鞍座。 第三条腱连接第三和第四鞍。
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公开(公告)号：KR100440622B1
公开(公告)日：2004-07-21
申请号：KR1020010048315
申请日：2001-08-10
Applicant: 박재만
Inventor： 박재만
IPC: E01D22/00
Abstract: PURPOSE: A reinforcing method of a bridge beam is provided to simplify reinforcing works without damaging the existing bridge structure. CONSTITUTION: The reinforcing method of a bridge beam comprises the steps of: installing a steel plate joint bracket(50) on both outer sides of adjacent outer bridge beams(3,4); installing saddle brackets(7,8) to both inner sides of the bridge beams(3,4) respectively; installing saddle brackets(7,8) to both sides of adjacent inner bridge beams(3,4); fastening the facing saddle brackets(7,8) with steel bars(16); installing support brackets to the middle lower end of the bridge beams(3,4); installing a sheath pipe to the steel pipe joint bracket(50) and the saddle brackets(7,8) through the support brackets; interposing a steel wire in the sheath pipe; and tensioning both ends of the steel wire to compensate deflection.
Abstract translation: 目的：提供桥梁加固方法，以简化加固工程而不损坏现有的桥梁结构。 构成：桥梁的加固方法包括以下步骤：在相邻的外桥梁（3,4）的外侧安装钢板连接支架（50）; 将鞍形托架（7,8）分别安装到所述桥梁（3,4）的两个内侧; 将鞍形支架（7,8）安装到相邻内桥梁（3,4）的两侧; 用钢筋（16）紧固面对的鞍座支架（7,8）; 将支撑托架安装到桥梁中间下端（3,4）; 通过支架将钢管接头支架（50）和鞍座支架（7,8）安装到钢管接头支架（50）上; 将钢丝插入鞘管中; 并拉紧钢丝的两端以补偿挠曲。
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